Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 18, Problem 18.11Q
To determine
The scale at which floor plans is drawn with metric values.
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Students have asked these similar questions
A rectangular reinforced concrete beam 18 in. wide by 28 in. overall depth is to
support a superimposed (additional to the self-weight) service dead load of 0.5 kip/ft and
a service live load of 1.3 kip/ft. Reinforcing for positive moment is 60 ksi yield strength. f’c
= 5,000 psi. Use 6#9 rebars
a. Determine the design moment capacity .
b. Set-up the factored applied bending moment .
c. Determine the maximum simple span length on which this beam may be safely
utilized.
. . . . . . . .
TUGAS-1
For a moist soil sample, the following are given:
-Total Volume: V 1.2 m³
-Total mass: M = 2350 kg
-Moisture Content: Wc = 8.6%
-Spesific Gravity of Soil Solids : Gs = 2.71.
Determine the following
a.
Moist Density (Y)
b.
Dry Density (yd)
C.
Void Ratio (e)
e.
f.
g.
Porosity (n)
Degree of Saturation (Sr)
Volume of water in the soil sample (Vw)
Draw the three phase of the soil element
complete with the number
TUGAS-2
Mass (kg)
Volum
V
Mac=
V₁ =
M = 2350
M₁ =
☐ Air Water
Solid
A saturated soil has a dry unit weight of 16.18 kN/m³. Its moisture content
(WC) is 23%.
Determine:
a.
Saturated unit weight, ysat
b. Spesific gravity, Gs
C.
Void Ratio, e
TUGAS-3
The dry density of a sand with a porosity of 0.387 is 1600 kg/m³.
Determine the void ratio of the soil and the specific gravity of soil solids.
POLIT
V=
POLITI
5. What is the lightest WT shape that would be adequate for tension yielding under a
design tensile demand of 1,215 kips? Assume that geometric constraints within the
structure require you to select a WT9 section.
Chapter 18 Solutions
Architectural Drafting and Design (MindTap Course List)
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